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SITE PLAN Application n ®2 n Received y On . 0' 15' 30' 60' - GENERAL NOTES: REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL LIABILITY, REAL 30' 120' 1. THESE PLANS SHOW EXISTING FEATURES INCLUDING BUT NOT LIMITED TO TREES, UTILITIES, AND STRUCTURES OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY F•i•� THAT MAY BE AFFECTED BY THE CONSTRUCTION OR PLACEMENT OF THE PROPOSED ENGINEERED ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. o IMPROVEMENTS. THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE ENGINEER IF THERE ARE ANY EXISTING 9. PRIOR TO ANY CORRECTIVE ACTION BY THE CONTRACTOR WHICH IS NECESSARY TO ALLEGED STAKING ERROR, �Z I" 0" 112" 1" 2" 4" FEATURES, WHETHER SHOWN OR NOT SHOWN ON THESE PLANS, THAT COULD IN ANY WAY BE IN POTENTIAL THE CONTRACTOR SHALL NOTIFY RIDGELINE ENGINEERING FOR RE-STAKING AND VERIFICATION OF PREVIOUS CONFLICT WITH THE DESIGN OF THESE PLANS. ALL WORK WITHIN THE VICINITY OF A POTENTIAL CONFLICT STAKING. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, OR IF THE ORIGINAL STAKING IS U N LEGEND: SHALL CEASE UNTIL AN ADEQUATE AND APPROPRIATE SOLUTION IS DETERMINED BY THE ENGINEER AND DONE BY OTHERS, RIDGELINE ENGINEERING ASSUMESNO LIABILITIES FOR THE COSTS INCURRED FOR THIS Z o APPROVED BY THE PUBLIC WORKS DEPARTMENT. WORK. WHERE IT HAS BEEN DETERMINED THAT ANY CORRECTIVE ACTION WILL REQUIRE FINANCIAL 0 w w EXISTING GRASS 2. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY PARTICIPATION BY RIDGELINE ENGINEERING, THAT AMOUNT SHALL BE AGREED TO BY RIDGELINE ENGINEERING W U o DETAILED OR EXPLAINED ON THESE PLANS THE CONTRACTOR SHALL CONTACT PROJECT ENGINEER FOR SUCH IN WRITING PRIOR TO TAKING CORRECTIVE ACTION. FAILURE TO OBTAIN WRITTEN ACCEPTANCE BY RIDGELINE '1' EXISTING ASPHALT T (T [� t w FURTHER EXPLANATIONS AS MAY BE NECESSARY. ENGINEERING WILL NEGATE ALL REQUIREMENTS OF OUR FINANCIAL ASSISTANCE. r"o PROPOSED BUILDING 3. QUALITY CONTROL PLAN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING THE QUALITY OF 10. RIDGELINE ENGINEERING HAS EXERCISED A REASONABLE AND ACCEPTABLE STANDARD OF CARE IN THE 90 PROPOSED GRAVEL MATERIAL ENTERING THE WORK AND THE WORK PERFORMED, AND SHALL PERFORM TESTING TO ENSURE PREPARATION OF THESE PLANS. HOWEVER, THE DESIGN PROCESS INCLUDES ACTIVITIES OCCURRING AFTER CONTROL. PRIOR TO START OF WORK THE CONTRACTOR SHALL SUBMIT A QUALITY CONTROL PLAN THAT PLAN SIGNATURE. THESE ACTIVITIES INCLUDE CALCULATION, PLAN CHECK AND VERIFICATIONS DURING TE a MUST DESCRIBE THE METHODS AND FREQUENCY OF TESTING, IMPLEMENTATION OF CORRECTIVE ACTIONS AS CONSTRUCTION. SHOULD PERSONS OTHER THAN RIDGELINE ENGINEERING PERFORM THE CONSTRUCTION ~ z o NECESSARY, AND REPORTING OF TEST RESULTS, SPECIFIC TO EACH MATERIAL TO BE USED. STAKING OPERATIONS, THEY SHALL INDEMNIFY THE RIDGELINE ENGINEERING FROM ANY DAMAGES RESULTING 4. ALL REVISIONS TO THIS PLAN MUST BE REVIEWED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO FROM FAILURE TO PERFORM THESE TASKS OR ANY EXPENSE OR DAMAGE RESULTING FROM OMISSION OR CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS, STAMPED AND DISTRIBUTED BY THE ERROR CONTAINED IN THE PLANS WHICH WOULD REASONABLY HAVE BEEN DISCOVERED AND CORRECTED BY 88 ENGINEERING SERVICES DIVISION, PRIOR TO ACCEPTANCE OF THE WORK AS COMPLETE. RIDGELINE ENGINEERING. \ Z N 5. NO TREES SHALL BE REMOVED UNLESS THEY ARE SHOWN AND NOTED TO BE REMOVED ON THE 11. ALL APPLICABLE, CLEANOUTS,VALVE BOXES, PULL BOXES AND RELATED APPURTENANCE SUBJECTED TO IMPROVEMENT PLANS. IF ANY TREES ARE TO BE REMOVED, THE IMPROVEMENT PLANS MUST BE REVIEWED AND VEHICULAR WHEEL LOADING SHALL BE CONSTRUCTED WITH A TRAFFIC (H20) LOAD RATING. ACKNOWLEDGED BY THE COMMUNITY DEVELOPMENT DEPARTMENT.ALL TREES CONFLICTING WITH GRADING, 12. THE CONTRACTOR SHALL IMPLEMENT B.M.P. TO CONTROL ALL SOIL AND DUST FROM LEAVING THE SITE. Opp o ��PQ UTILITIES, OR OTHER IMPROVEMENTS, OR OVERHANGING THE SIDEWALK OR PAVEMENT SO AS TO FORM A ��¢ SITE w NUISANCE OR HAZARD, SHALL BE TRIMMED, PROPERLY TREATED AND SEALED, A TREE PERMIT MAY BE �. z NECESSARY AND CAN BE OBTAINED FROM THE COMMUNITY DEVELOPMENT DEPARTMENT. / 0, 6. COMPACTION REQUIREMENTS (RELATIVE DENSITY PER ASTM D-1557): A. EXISTING SUBGRADE: 90% IN THE TOP 12" FROM NATIVE OR CUT SURFACE B. TRENCH BACKFILL: \ONAL E 1. IN PUBLIC RIGHT-OF-WAY: PER CITY STANDARDS BRANDT ROAD SSS HG/ 2 INLANDSCAPED AREAS: 85% IN THE TOP 12" FROM FINISHED GRADE, 90% BELOW 12" FROM FINISH 3. IN BUILDING PADS: 90% FULL DEPT C. ROAD RIGHT-OF-WAYS: 1. PER CITY STANDARDS % _ No. 71646 2. IN PARKWAYS: 90% MIN. IN THE TOP 6" FROM FINISH GRADE, 85% BELOW 6" FROM FINISH GRADE. 7. APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR BEFORE Cl VIV COMMENCEMENT OF CONSTRUCTION. VICINITY MAP: qjF 8. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACT WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS (E) 5 CHAIN (N) ADA PARKING (E) 12' WIDE GATE LINK FENCE & ACCESS S89'58'00"E 732.00' (E) 6' CHAIN LINK FENCE (N) [18] LANDSCAPE BINS c14 . 70'x15' (N) 1,050 SQFT OFFICE w/ ATTACHED RESTROOM - - - - - - - - - - - - .. ._.. (E) SEPTIC SYSTEM _ to �. TO REMAIN J Q w w 00 �y Z D w w w w 00 N W (E) 225 SOFT Qom . . wwwwwwwwww ,� Q /�{� • 2 < V CD SHED TO REMAIN z • w w w w w w y�` �- Q _r Q Lu ' .. . w W ) POO w w w w W _ LL ((E L 1 y �j _ oc o LLI z o ow . S H • '. > ` wwwwwwwww' I Ui FSI U Lf) r \ Y 000 (N) [10] SEMI TRACTOR TRAILER PARKING Lr) cw w w w V ([) WELL j Ln zo (E) 2400 SQFT RESIDENCE (N) [12] LANDSCAPE BINS uuuuu • - u ` 674.86' N8T58'00"HI (E) 440 SOFT GARAGE E 6 CHAIN 1 l ) N LINK FENCE "' i �� z o Z 0 " w — o > w 0 0 LL- PROJECT NO.: 21E-047 DRAWN BY: RAW CHECKED BY: JKB DATE: 10/8/21 uSHEET NO.: C 1 .0 N N O N SHEET: 1 OF 1 m _21E-047-TPLD-SITE.dwg ARCH D 24X36